Seguir
Manuel L. Romero
Manuel L. Romero
Dirección de correo verificada de mes.upv.es
Título
Citado por
Citado por
Año
Advanced model for predicting the fire response of concrete filled tubular columns
A Espinos, ML Romero, A Hospitaler
Journal of constructional steel research 66 (8-9), 1030-1046, 2010
2292010
An optimum retrofit strategy for moment resisting frames with nonlinear viscous dampers for seismic applications
M Martinez-Rodrigo, ML Romero
Engineering structures 25 (7), 913-925, 2003
1852003
Fire behavior of axially loaded slender high strength concrete-filled tubular columns
ML Romero, V Moliner, A Espinos, C Ibañez, A Hospitaler
Journal of Constructional Steel Research 67 (12), 1953-1965, 2011
1732011
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
JM Portolés, ML Romero, JL Bonet, FC Filippou
Journal of constructional steel research 67 (4), 623-633, 2011
1632011
Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
JM Portolés, E Serra, ML Romero
Journal of constructional steel research 86, 107-114, 2013
1192013
Influence of ultra-high strength infill in slender concrete-filled steel tubular columns
JM Portolés, E Serra, ML Romero
Journal of constructional steel research 86, 107-114, 2013
1192013
Fire behavior of eccentrically loaded slender high strength concrete-filled tubular columns
V Moliner, A Espinos, ML Romero, A Hospitaler
Journal of Constructional Steel Research 83, 137-146, 2013
1162013
Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire
ML Romero, A Espinós, JM Portolés, A Hospitaler, C Ibañez
Engineering Structures 99, 536-545, 2015
1132015
Influence of ultra-high strength concrete on circular concrete-filled dual steel columns
ML Romero, C Ibañez, A Espinós, JM Portolés, A Hospitaler
Structures 9, 13-20, 2017
1052017
Fire behaviour of concrete filled elliptical steel columns
A Espinos, L Gardner, ML Romero, A Hospitaler
Thin-walled structures 49 (2), 239-255, 2011
1032011
Circular and square slender concrete-filled tubular columns under large eccentricities and fire
A Espinos, ML Romero, E Serra, A Hospitaler
Journal of Constructional Steel Research 110, 90-100, 2015
952015
Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending
JL Bonet, M Barros, ML Romero
Computers & Structures 84 (31-32), 2184-2193, 2006
952006
Experimental tests of slender reinforced concrete columns under combined axial load and lateral force
AC Barrera, JL Bonet, ML Romero, PF Miguel
Engineering Structures 33 (12), 3676-3689, 2011
922011
A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending
JL Bonet, ML Romero, PF Miguel, MA Fernandez
Computers & Structures 82 (2-3), 213-225, 2004
872004
Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns
JM Portolés, ML Romero, FC Filippou, JL Bonet
Engineering Structures 33 (5), 1576-1593, 2011
822011
Advances in the analysis of short span railway bridges for high-speed lines
P Museros, ML Romero, A Poy, E Alarcón
Computers & structures 80 (27-30), 2121-2132, 2002
822002
Simple calculation model for evaluating the fire resistance of unreinforced concrete filled tubular columns
A Espinos, ML Romero, A Hospitaler
Engineering Structures 42, 231-244, 2012
762012
Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending
JL Bonet, ML Romero, PF Miguel
Engineering Structures 33 (3), 881-893, 2011
762011
Experimental investigation on the fire behaviour of rectangular and elliptical slender concrete-filled tubular columns
A Espinos, ML Romero, E Serra, A Hospitaler
Thin-Walled Structures 93, 137-148, 2015
672015
Proposal of a new method in EN1994-1-2 for the fire design of concrete-filled steel tubular columns
V Albero, A Espinos, ML Romero, A Hospitaler, G Bihina, C Renaud
Engineering Structures 128, 237-255, 2016
662016
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20